US8412456B2 - Loosely-coupled integration of global navigation satellite system and inertial navigation system: speed scale-factor and heading bias calibration - Google Patents
Loosely-coupled integration of global navigation satellite system and inertial navigation system: speed scale-factor and heading bias calibration Download PDFInfo
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- US8412456B2 US8412456B2 US12/612,016 US61201609A US8412456B2 US 8412456 B2 US8412456 B2 US 8412456B2 US 61201609 A US61201609 A US 61201609A US 8412456 B2 US8412456 B2 US 8412456B2
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/38—Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
- G01S19/39—Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/42—Determining position
- G01S19/48—Determining position by combining or switching between position solutions derived from the satellite radio beacon positioning system and position solutions derived from a further system
- G01S19/49—Determining position by combining or switching between position solutions derived from the satellite radio beacon positioning system and position solutions derived from a further system whereby the further system is an inertial position system, e.g. loosely-coupled
Definitions
- GNSS receivers may process signals from one or more satellites from one or more different satellite systems.
- existing satellite systems include the global positioning system (GPS), and the Russian global navigation satellite system (GLONASS).
- GLONASS Russian global navigation satellite system
- Systems expected to become operational in the near future include Galileo, quasi-zenith satellite system (QZSS), and Beidou.
- inertial navigation systems have been used in high-cost applications such as aircraft to aid GNSS receivers in difficult environments. The recent trend is to try to integrate a GNSS receiver with low-cost inertial sensors to improve performance when many or all satellite signals are severely attenuated or otherwise unavailable.
- the high-cost and low-cost applications for these inertial sensors are very different because of the quality and kinds of sensors that are available.
- a system includes a GNSS receiver, an INS, and an integration filter coupled to the GNSS receiver and the INS.
- the GNSS receiver is configured to provide GNSS navigation information including GNSS receiver position and velocity estimates.
- the INS is configured to provide INS navigation information based on one or more inertial sensor outputs.
- the integration filter is configured to provide blended position and/or velocity estimates by combining the GNSS navigation information and the INS navigation information, and to estimate and compensate at least one of a speed scale-factor and a heading bias of the INS navigation information.
- a method includes computing, by a GNSS receiver, GNSS navigation information comprising position and velocity estimates of the GNSS receiver.
- An INS computes INS navigation information based on inertial sensor outputs.
- An integration filter combines the GNSS navigation information and the INS navigation information to generate blended position and/or velocity estimates. The integration filter also estimates and compensates at least one of a speed scale-factor and a heading bias of the INS navigation information.
- an integration filter includes means for combining GNSS navigation information provided by a GNSS receiver with INS navigation information provided by an INS to provide blended position and/or velocity estimates.
- the integration filter also includes means for controlling contributions of the GNSS navigation information and the INS navigation information to the blended position estimate based on a determined level of reliability of the GNSS navigation information and a determined level of reliability of the INS navigation information.
- the GNSS navigation information comprises GNSS receiver position and/or velocity estimates.
- the INS navigation information includes at least one of a heading measurement, a speed measurement, a position measurement, and a velocity measurement.
- FIG. 1 shows a block diagram of a system integrating a Global Navigation Satellite System (“GNSS”) receiver and an Inertial Navigation System (“INS”) in a loosely-coupled manner in accordance with various embodiments;
- GNSS Global Navigation Satellite System
- INS Inertial Navigation System
- FIG. 2 shows a block diagram of an integration filter for blending GNSS and INS navigation information in accordance with various embodiments.
- FIG. 3 shows a flow diagram for a method for loosely-coupled integration of a GNSS and an INS in accordance with various embodiments.
- software includes any executable code capable of running on a processor, regardless of the media used to store the software.
- code stored in memory e.g., non-volatile memory
- embedded firmware is included within the definition of software.
- GNSS Global Navigation Satellite System
- INS inertial navigation system
- PDR pedestrian dead reckoning
- Embodiments of the present disclosure provide an integration/blending filter based on an Extended Kalman Filter (“EKF”), which integrates the INS navigation data with GNSS navigation information.
- EKF Extended Kalman Filter
- Embodiments allow for use of low-cost inertial sensors by providing estimation and compensation of navigation error in INS navigation information.
- Embodiments also allow generation of blended position and/or velocity estimates based on potentially location dependent and time-varying reliability metrics for the GNSS navigation measurement and the INS navigation measurement thereby providing a mechanism for adapting to changing GNSS signal conditions.
- FIG. 1 shows a block diagram of a system integrating a GNSS receiver and an INS in a loosely-coupled manner in accordance with various embodiments.
- the GNSS receiver 130 includes one or more antennas 102 , an analog front end (“AFE”) 104 , a measurement engine 106 , and a positioning engine 110 .
- AFE analog front end
- the antenna(s) 102 converts satellite navigation signals from an incoming airwave form to a conducted form.
- the satellite navigation signals are provided to the analog front end (“AFE”) 104 for analog-to-digital conversion.
- AFE analog front end
- the AFE 104 may include amplifiers, filters, and various other components.
- the digitized satellite navigation signals are provided to the GNSS measurement engine 106 .
- the GNSS measurement engine generates measurement signals 108 .
- the measurement signals 108 comprise a pseudorange measurement and delta range measurement for each satellite.
- the measurement engine can also provide measurement noise variances for the pseudorange measurements and delta range measurements.
- the measurement signals 108 are provided to the position engine 110 .
- the position engine 110 estimates GNSS receiver 130 position, GNSS receiver 130 velocity, and time using all the available measurements (the pseudorange and the delta range measurement for each satellite).
- the GNSS receiver 130 provides the integration/blending filter 126 with GNSS navigation information 112 .
- the navigation information 112 may include GNSS receiver position, velocity, position uncertainty (in term of variance), and velocity uncertainty (in term of variance).
- the INS or PDR module 120 provides inertial navigation information (position and/or velocity) based on the inertial sensor outputs.
- the output of INS 120 may also be referred to as a DR measurement.
- An inertial measurement unit (“IMU”) 114 includes various inertial sensors.
- the IMU 114 includes one or more accelerometers 116 and at least one magnetometer 118 .
- Other embodiments of the IMU 114 may include more and/or different sensors.
- other embodiments may include a gyroscope.
- a synchronization module 122 coupled to the INS 120 , synchronizes INS velocity data to the GNSS measurement samples. For example, to convert PDR data to the velocity sampled at the GNSS sample instances, PDR position data may be converted to velocity measured at the time instances where GNSS position/velocity estimates are available.
- the synchronized INS navigation information 124 is provided to the integration/blending filter 126 .
- the integration/blending filter 126 combines the GNSS navigation information 112 and the INS navigation information 124 to provide optimal blended position/velocity estimates 128 in a variety of GNSS performance conditions.
- the filter 126 integrates the GNSS and the INS in a loosely-coupled manner and includes calibration features to track speed scale-factor and heading bias in the INS measurement.
- Some embodiments of the integration filter 126 are based on an extended Kalman filter (“EKF”). Other embodiments may include different (e.g., non-EKF) integration filters.
- EKF extended Kalman filter
- Other embodiments may include different (e.g., non-EKF) integration filters.
- EKFs presented herein have 6 states, where state is defined in a local navigation frame (NED: north, east and down)
- all the GNSS/INS integration techniques disclosed herein can be also applied to any other EKF structures if the state includes the user velocity, and to EKFs in which the state is defined in a coordinate system other than NED.
- the position state elements could be in ECEF (earth-centered earth-fixed), or in latitude, longitude, and altitude.
- the state of the GNSS/IMU integration EKF is defined in equation (1) below. Note that the EKF state includes two states, f s and b ⁇ , for DR error estimation. Embodiments of the present disclosure model the DR speed error with a scale factor rather than a bias.
- x [n, e, ⁇ dot over (n) ⁇ , ⁇ , f s , b ⁇ ,] T (1)
- [n, e] and [ ⁇ dot over (n) ⁇ , ⁇ ] are the 2-dimensional user/system position and velocity, respectively, in NE (north and east) coordinate system
- f s , and b ⁇ are the state variables for speed scale-factor and the heading bias, respectively, both for the DR measurement.
- the speed scale-factor and heading bias are defined as follows:
- s D and ⁇ D are the speed and the heading from the DR measurement, respectively; and s and ⁇ are the true speed and the true heading, respectively.
- a system equation for the integration filter 126 is defined as:
- T is the sample time (i.e., time difference between two successive state vectors x k ⁇ 1 and x k ); and w k models the process noise.
- the speed scale-factor and the heading bias are statistically-independent Gauss-Markov processes defined with parameters ⁇ fs and ⁇ b ⁇ , respectively.
- Some embodiments apply random processes other than Gauss-Markov to the integration filters.
- a measurement equation for the blending filter is constructed by integrating the following three types of measurements: i) position measurements from GNSS receiver 130 , ii) velocity measurements from GNSS receiver 130 , and iii) velocity-related measurements from the sensor-based INS/PDR 120 (DR measurement).
- the measurement equations for the two GNSS-related measurements may be the same for all embodiments.
- different measurement equation(s) are added to the GNSS-related measurement equations. For notational simplicity, the time index ‘k’ is dropped below.
- [ n G e G ] [ n e ] + [ v n G v e G ] ( 5 )
- [n G ,e G ] T represents the 2D position measurement provided by the GNSS (in NE)
- [n,e] T is 2D velocity which is a part of the state variables defined in equation (1)
- [v n G ,v e G ] T models the measurement noise.
- [ n . G e . G ] [ n . e . ] + [ v n . G v e . G ] ( 6 )
- [ ⁇ dot over (n) ⁇ G , ⁇ G ] T represents the 2D velocity measurement provided by the GNSS in NE
- [ ⁇ dot over (n) ⁇ , ⁇ ] T is 2D position which is a part of the state variables defined in equation (1)
- [v ⁇ dot over (n) ⁇ G ,v ⁇ G ] T models the measurement noise.
- the GNSS measurements may be converted to the local navigation frame (NED) in an appropriate way.
- Embodiments of the integration filter 126 may process the DR measurement in various ways.
- ⁇ D f s ( ⁇ dot over (n) ⁇ sin b ⁇ + ⁇ cos b ⁇ )+ v ⁇ D .
- the state can be estimated using an extended Kalman filter.
- s D f s ⁇ n . 2 + e . 2 + v s D , ( 10 )
- ⁇ D atan ⁇ ⁇ 2 ⁇ ( e . n . ) + b ⁇ + v ⁇ D , ( 11 )
- s D and ⁇ D are the speed and the heading measurement from the INS 120 , respectively; and
- v s D and v ⁇ D model the measurement noise.
- some embodiments estimate the state using an EKF.
- EKF EKF framework
- embodiments use a linearized measurement model, which is given as follows:
- s D [ 0 , 0 , f s ⁇ n . n . 2 + e . 2 , f s ⁇ e . n . 2 + e . 2 , n . 2 + e . 2 , 0 ] ⁇ x + v s D , ( 12 )
- ⁇ D [ 0 , 0 , - e . n . 2 + e . 2 , n . n . 2 + e . 2 , 0 , 1 ] ⁇ x + v ⁇ D . ( 13 )
- GNSS navigation information 112 is unreliable (e.g., in GNSS outage, for example, when the GNSS receiver 130 is indoors), tracking the DR errors is not very meaningful since there is no reference that can be used for estimating the DR errors (e.g., speed scale-factor and heading bias).
- some embodiments freeze the state variables for the DR errors at GNSS outage, or more generically, when the quality of the GNSS measurement is poor.
- Some embodiments implement this technique by setting the process noise variances for the DR error states to small numbers, based on the quality of the GNSS measurement. For example, the process noise variances for the DR error states may be reduced when GNSS position uncertainty is larger than a predetermined threshold value (e.g., in GNSS outage).
- the integration filter 126 allows for flexible blending of GNSS and INS navigation information. Some embodiments employ selective dead reckoning wherein, the DR measurement from the INS 120 is used selectively over time. That is, the DR measurement may be solely used when the GNSS position/velocity estimate accuracy is poor. Embodiments provide various implementations. For example, when GNSS position/velocity estimates are reliable (in good GNSS signal condition), an embodiment can bypass the integration filter and directly use the GNSS output. Alternatively, an embodiment may achieve the same result within the integration filter 126 by setting the measurement noise variances for the DR measurement to large numbers compared with the GNSS measurement noise variances so that the integration filter 126 virtually ignores the DR measurement.
- embodiments can bypass the integration filter and directly use the DR output (assuming the INS 120 outputs the user position as well as the user velocity).
- an embodiment may achieve the same result within the integration filter 126 by setting the measurement variances for the GNSS position and velocity to large numbers compared with the DR measurement noise variances so that the blending filter virtually ignores the GNSS position/velocity measurement.
- Embodiments use a variety of metrics to measure GNSS signal quality.
- signal quality can be based on the number of satellites whose signal level with respect to noise level is greater than a threshold value (i.e., the number of available satellites).
- Some embodiments employ selective INS integration wherein under good GNSS signal conditions the system 100 is configured as a stand-alone GNSS receiver. In this configuration, when GNSS measurements are reliable, the DR measurements are not used (e.g., as described above). Such a configuration starts to integrate DR measurements only when GNSS signal conditions become poor.
- Some embodiments employ continuous GNSS/INS integration wherein the GNSS position and velocity measurements and the DR measurements are always integrated, and the balance between GNSS and INS is automatically controlled by the measurement noise variances for each measurement.
- the measurement noise variances for GNSS position and velocity are generally time-varying and location-dependent, and should accurately reflect the quality of the GNSS measurement at a given time. For example, noise variance should be high in bad signal conditions (e.g., blockage, multipath) and vice versa.
- the measurement noise variance for the DR measurement from INS 120 may be determined based on various factors including accuracy of sensors 116 , 118 , mounting condition of the IMU 114 , dynamics of the receiver, etc.
- the INS measurement noise variance does not depend on the GNSS signal quality and usually is not location-dependent.
- the INS measurement noise variance can also be set to be a constant (not changing over time).
- the integration filter 126 balances between GNSS and INS automatically. For example, it puts more weight on INS navigation information when GNSS signal is poor.
- FIG. 2 shows a block diagram of an integration filter 126 for blending GNSS navigation information 112 and INS navigation information 124 in accordance with various embodiments.
- the integration filter 126 includes a processor 202 and program/data storage 204 .
- the processor 202 may be, for example, a general-purpose processor, a digital signal processor, a microcontroller, etc.
- Processor architectures generally include execution units (e.g., fixed point, floating point, integer, etc.), storage (e.g., registers, memory, etc.), instruction decoding, peripherals (e.g., interrupt controllers, timers, direct memory access controllers, etc.), input/output systems (e.g., serial ports, parallel ports, etc.) and various other components and sub-systems.
- the program/data storage 204 is accessable by the processor 202 .
- the program/data storage 204 is a computer-readable medium and may be, for example, volatile or non-volatile semiconductor memory, optical storage, magnetic storage, etc.
- Storage 204 includes programming that when executed causes the processor to perform the various operations disclosed herein.
- the extended Kalman filter module 206 causes the processor 202 to implement the various Kalman filtering operations described above.
- the blending control module 208 causes the processor 202 to perform the various operations necessary to determine whether and to what extent each of the GNSS navigation information and the INS navigation information affect the blended position information 128 .
- State data 210 includes filter 126 state information (e.g., speed and heading bias values). Other software programming stored in the storage 204 can cause the processor 202 to perform various other operations disclosed herein.
- Some embodiments of the integration filter 126 may be implemented with dedicated or programmable hardware, or by a combination of a processor 202 executing software programming and fixed or programmable hardware.
- FIG. 3 shows a flow diagram for a method of using an integration/blending filter 126 to integrate a GNSS and an INS 120 in accordance with various embodiments. Though depicted sequentially as a matter of convenience, at least some of the actions shown can be performed in a different order and/or performed in parallel. Additionally, some embodiments may perform only some of the actions shown. In some embodiments, the operations of FIG. 3 , as well as other operations described herein, can be implemented as instructions stored in a computer readable medium and executed by a processor.
- the GNSS receiver 130 receives satellite navigation signals, and computes GNSS navigation information 112 based on the received signals.
- the computed navigation information 112 includes a position estimate and/or a velocity estimate.
- the GNSS receiver 130 determines a reliability measure corresponding to each of the position and velocity estimates. More specifically, the GNSS receiver 130 computes a position uncertainty (variance), and/or a velocity uncertainty (variance) that are provided to the integration filter 126 as part of the navigation information 112 . Various quality metrics can be used. Some embodiments determine GNSS information reliability based on the number of available satellites, or the number of satellites whose received signal level with respect to noise is greater than a predetermined threshold value.
- the INS 120 receives inertial signals from the inertial measurement unit 114 and computes INS navigation information based on the signals.
- the inertial navigation information includes position and/or velocity.
- the INS navigation information may include speed and/or heading.
- the INS 120 computes a reliability measure (i.e., a measurement noise variance) for each parameter (e.g., speed and heading) included in the INS navigation data of block 306 .
- the INS reliability measure may be based on accuracy of the IMU 114 inertial sensors, mounting condition of the system 100 or the IMU 114 , receiver dynamics, etc.
- the INS navigation information generated by the INS 120 is synchronized to the GNSS navigation information by the synchronization module 122 . Synchronizing GNSS and INS navigation information can simplify integration.
- the INS 120 comprises a pedestrian dead reckoning system, in which case velocity is based on user step information. When synchronizing PDR based user velocity to the GNSS data, the PDR position is updated at each step event.
- p i p i - 1 + l i ⁇ [ cos ⁇ ⁇ ⁇ i sin ⁇ ⁇ ⁇ i ] . ( 18 )
- p i p( ⁇ i ) is a 2-dimensional position vector consisting of north and east components at time instance ⁇ i when an i-th step is detected.
- i is the step length for the step (this can be assumed a constant or can be estimated using the IMU 114 output).
- ⁇ i is the heading (in radians) for the step that is obtained from IMU 114 .
- embodiments To obtain the PDR velocity at a time instance for a GNSS measurement, embodiments first find the PDR position at the current GNSS clock, p(t k ), where t k is k-th time instance when GNSS measurement is estimated. If the step detection state is not in Static (Static indicates no motion indicative of a step has been detected for a predetermined interval), add a partial step to the last PDR position. The partial step is calculated using the heading and the step interval for the previous step (instead of using unknowns for the unfinished step). If the step detection state is in Static, embodiments maintain the last step position (adding no partial step).
- Some embodiments subsequently, update the position at the previous GNSS clock, p(t k ⁇ 1 ), by interpolating with the measured step instances. Finally, take the difference between the two step positions, p(t k ) and p(t k ⁇ 1 ), to obtain velocity.
- the integration filter 126 combines the GNSS and INS navigation data to produce blended navigation information 128 .
- the combining may be performed by an extended Kalman filter.
- Embodiments may employ one or more of the balancing techniques disclosed herein, including, for example, selective dead reckoning, selective INS integration, and continuous GNSS/INS integration to provide an optimal combination of GNSS and INS navigation information.
- the integration filter 126 estimates and compensates the speed scale-factor and heading bias of the INS navigation information.
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Abstract
Description
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- Speed bias/error: Any inaccuracy in step length estimation results in speed error/bias in the DR measurement (DR measurements refer to INS outputs, such as position or velocity values).
- Heading bias/error: Heading error due to soft-iron effect (local magnetic disturbance) is generally difficult to estimate and compensate since it is usually location-dependent. However, relatively large heading bias due to different attitude of inertial sensors (from assumed attitude) can be estimated and compensated. For example, mounting the inertial sensors on the right side of a user's waist will have 90 degrees of heading bias compared with mounting the inertial sensors on the back of a user's waist.
x=[n, e, {dot over (n)}, ė, fs, bψ,]T (1)
where [n, e] and [{dot over (n)}, ė] are the 2-dimensional user/system position and velocity, respectively, in NE (north and east) coordinate system; fs, and bψ are the state variables for speed scale-factor and the heading bias, respectively, both for the DR measurement. The speed scale-factor and heading bias are defined as follows:
where sD and ψD are the speed and the heading from the DR measurement, respectively; and s and ψ are the true speed and the true heading, respectively.
where T is the sample time (i.e., time difference between two successive state vectors xk−1 and xk); and wk models the process noise. Here, it is assumed that the speed scale-factor and the heading bias are statistically-independent Gauss-Markov processes defined with parameters βfs and βbψ, respectively. Some embodiments apply random processes other than Gauss-Markov to the integration filters.
where [nG,eG]T represents the 2D position measurement provided by the GNSS (in NE), [n,e]T is 2D velocity which is a part of the state variables defined in equation (1), and [vn
where [{dot over (n)}G,ėG]T represents the 2D velocity measurement provided by the GNSS in NE, [{dot over (n)},ė]T is 2D position which is a part of the state variables defined in equation (1), and [v{dot over (n)}
{dot over (n)} D =f s({dot over (n)} cos b ψ −ė sin b ψ)+v {dot over (n)}
ė D =f s({dot over (n)} sin b ψ +ė cos b ψ)+v ė
Though not explicitly specified, all the variables ({dot over (n)}, ė, fs, bψ) in equation (9) are a priori estimates, i.e., elements of {circumflex over (x)}k −=A{circumflex over (x)}k−1 + (a part of EKF equations which will be presented in (17)).
where sD and ψD are the speed and the heading measurement from the
Though not explicitly specified, all the variables ({dot over (n)}, ė, fs, bψ) in equations (12), (13), and (14) are a priori estimates, i.e., elements of {circumflex over (x)}k −=A{circumflex over (x)}k−1 + (a part of EKF equations which will be presented in equations (17)).
x=[n, e, {dot over (n)}, ė, fs]T. (15)
x=[n, e, {dot over (n)}, ė, bψ]T. (16)
{circumflex over (x)}k −=A{circumflex over (x)}k−1 +
P k − =AP k−1 − A T +Q k
K k =P k − H k T(H k P k − H k T +R k)−1
{circumflex over (x)} k + ={circumflex over (x)} k − +K k [z k −h k({circumflex over (x)} k −)]
P k +=(I−K k H k)P k − (17)
where hk indicates the measurement equation (including the nonlinear DR measurement equations); Qk is the covariance matrix for the process noise, i.e., wk˜N(0,Qk) (which means Gaussian random vector with zero-mean and covariance Qk); and Rk is the covariance matrix for the measurement noise, i.e., vk˜N(0,Rk).
where pi=p(τi) is a 2-dimensional position vector consisting of north and east components at time instance τi when an i-th step is detected. i is the step length for the step (this can be assumed a constant or can be estimated using the
where T=tk−tk−1 is the sample interval for GNSS samples.
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